Effects of fiber misalignment and transverse shear modulus on localization and shear crippling instability in thick imperfect cross-ply rings under external pressure

2008 ◽  
Vol 82 (4) ◽  
pp. 587-599 ◽  
Author(s):  
Reaz A. Chaudhuri
Keyword(s):  
Shear Modulus ◽  
Transverse Shear ◽  
External Pressure ◽  
Fiber Misalignment

scholarly journals Dynamic transverse shear modulus for a heterogeneous fluid-filled porous solid containing cylindrical inclusions

2016 ◽  
Vol 206 (3) ◽  
pp. 1677-1694 ◽  
Author(s):  
Yongjia Song ◽  
Hengshan Hu ◽  
John W. Rudnicki ◽  
Yunda Duan
Keyword(s):  
Shear Modulus ◽  
Transverse Shear ◽  
Porous Solid ◽  
Cylindrical Inclusions

Transverse shear modulus and strength of honeycomb cores

2008 ◽  
Vol 84 (4) ◽  
pp. 369-374 ◽  
Author(s):  
Shi-Dong Pan ◽  
Lin-Zhi Wu ◽  
Yu-Guo Sun
Keyword(s):  
Shear Modulus ◽  
Transverse Shear ◽  
Honeycomb Cores

scholarly journals Transverse shear modulus of SILICOMB cellular structures

2011 ◽  
Vol 71 (9) ◽  
pp. 1236-1241 ◽  
Author(s):  
C. Lira ◽  
F. Scarpa ◽  
Y.H. Tai ◽  
J.R. Yates
Keyword(s):  
Shear Modulus ◽  
Transverse Shear ◽  
Cellular Structures

Buckling of Externally Pressurized Composite Torispherical Domes

1989 ◽  
Vol 203 (1) ◽  
pp. 41-56 ◽  
Author(s):  
G D Galletly ◽  
A Muc
Keyword(s):  
Shear Modulus ◽  
Failure Mode ◽  
Young Modulus ◽  
External Pressure ◽  
Limited Extent ◽  
Woven Composite ◽  
Plane Shear ◽  
Buckling Strength ◽  
Shell Buckling ◽  
Theory And Experiment

The results of external pressure buckling tests on 0.25 m diameter woven composite (mainly CFRP) domes are given in the paper and they are compared with the predictions of the shell buckling program BOSOR 4. The agreement between theory and experiment was satisfactory. The tests also show that the buckling strength of CFRP torispheres is good. They could replace steel torispheres and would be considerably lighter. The buckling pressures of the woven composite domes are a function of the Young modulus E but the relation is not a simple linear one (the in-plane shear modulus G12 also needs to be taken into account). Results of some tests on CFRP and GFRP domes lend support to this statement. The provisions of BS 4994, when applied to these domes, predict that buckling is the controlling failure mode. While this is correct, the buckling pressures predicted by BS 4994 seem rather low. The effect of dome thickness on the buckling pressures was expected to vary as (t/R)2. This was confirmed herein, to a limited extent, by a few tests on shallow CFRP domes.

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